Research Article
Statistical Analysis of Wind-Induced Dynamic Response of Power Towers and Four-Circuit Transmission Tower-Line System
Table 9
Statistics of 10 samples parameters of the single high tower element 1972# axial force time history under wind field 2 (N).
| Axial force | Mean | SD | Skewness | Kurtosis | Minimum | maximum |
| Sample 1 | −2948080 | 140919 | 0.17295 | −0.17540 | −3370600 | −2444340 | Sample 2 | −2935270 | 132886 | −0.26298 | 0.19441 | −3477780 | −2534960 | Sample 3 | −2905090 | 134097 | 0.16187 | 0.05996 | −3339770 | −2400450 | Sample 4 | −2930700 | 127225 | 0.02708 | −0.10905 | −3376020 | −2549530 | Sample 5 | −2942440 | 130176 | 0.15989 | −0.01083 | −3319490 | −2430920 | Sample 6 | −2923830 | 143796 | 0.16689 | 0.32566 | −3368890 | −2332000 | Sample 7 | −2902400 | 153641 | 0.08227 | −0.21682 | −3376560 | −2331160 | Sample 8 | −2921840 | 142735 | −0.04108 | −0.19449 | −3413370 | −2492820 | Sample 9 | −2907490 | 132675 | 0.13648 | −0.30934 | −3263360 | −2526720 | Sample 10 | −2932580 | 134586 | 0.1526 | −0.14411 | −3447680 | −2437930 |
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